Up-Gradation Of Existing Degree College Into Model Degree College To Gossaigaon College Up-Gradation Of Existing Degree College Into Model Degree College To Gossaigaon College Of Assam Under Rashtriya Uchchatar Siksha Abhiyan ( Rusa ) -2 . 0 ( New Cons
Tender Value
73.31 Lakhs
Estimated cost
Bid Submission
12 Dec 2019
0 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
2200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gossaigaon → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Up-Gradation Of Existing Degree College Into Model Degree College To Gossaigaon College Up-Gradation Of Existing Degree College Into Model Degree College To Gossaigaon College Of Assam Under Rashtriya Uchchatar Siksha Abhiyan ( Rusa ) -2 . 0 ( New Construction Of Science Laboratory ( Ground Floor ) With Department Room At Gossaigaon College )
BOQ
| Name of Work: Up-gradation of existing degree college into model Degree college to Gossaigaon College of Assam under Rashtriya Uchchatar Siksha Abhiyan (RUSA) -2.0 (New Construction of Science Laboratory (Ground Floor) with Department Room at Gossaigaon College). | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (Civil Works (Ground Floor):\nEARTH WORK :\nEarthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.\n(A) Up to a depth of 2.00m below the existing ground level.\n(a) In ordinary soil | item1 | 445.536 | Cum |
| 2 | 2 | Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.\n(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. | item2 | 532.737 | Cum |
| 3 | 3 | Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.\n(b) Other than Guwahati city | item3 | 159.469 | Cum |
| 4 | 4 | STEEL WORK :\nSupplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) \na) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL\n(ii) Super Ductile (SD) TMT reinforcement bars | item4 | 361.312 | Qtl |
| 5 | 5 | CEMENT CONCRETE WORK :\nPlain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).\n(a) In prop 1 cement : 3 sand : 6 coarse aggregate by volume | item5 | 24.307 | Cum |
| 6 | 6 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) \n(A) In substructure up to plinth level\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser\nb) M20 grade concrete or Prop. 1:1.5:3 | item6 | 148.969 | Cum |
| 7 | 7 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) \n(B) In super structure from plinth level up to 1st floor level. \nii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser\nb) M20 grade concrete or Prop. 1:1.5:3 | item7 | 160.705 | Cum |
| 8 | 8 | Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. | item8 | 73.5 | Sqm |
| 9 | 9 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.\n(i) using 38mm thick plank | item9 | 262.68 | Sqm |
| 10 | 10 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.2 Sides of tie beams, grade beams etc. at or below ground level.\n(i) using 38mm thick plank | item10 | 304.411 | Sqm |
| 11 | 11 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.3 Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face\n(ii) using 25mm thick plank | item11 | 358.48 | Sqm |
| 12 | 12 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.4 Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.\n(ii) using 25mm thick plank | item12 | 382.301 | Sqm |
| 13 | 13 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.5 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.\n(a) Floors etc. upto 200mm in thickness.\n(ii) using 25mm thick plank | item13 | 748.557 | Sqm |
| 14 | 14 | SHUTTERING & FORMWORK :\nProviding form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:\n3.1.1.10 Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank) | item14 | 24.827 | Sqm |
| 15 | 15 | PRE CONSTRUCTION ANTI - TERMITE TREATMENT :\nPre construction anti - termite treatment in the back fill in immediate contact with the foundation structure after completion, column, wall etc. to a depth of 450mm and width 300mm (when required refill in 200mm thick layers) applying the emulsion @ 5 (five) litres per square meter towards the concrete and masonry walls so as to ensure earth in contact with the structure well treated - with chemical ........................\na) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution. | item15 | 777.57 | Sqm |
| 16 | 16 | BRICK WORK :\nProviding soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.\n(a). Brick on flat soling. | item16 | 882.266 | Sqm |
| 17 | 17 | Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.\n(I) In Sub-structure upto plinth level including dewatering if necessary\n(b) In proportion 1:4. | item17 | 32.567 | Cum |
| 18 | 18 | 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately)\n(A) 112mm thick brick wall\n(a) In cement mortar in proportion 1:4. \n(1 cement : 4 sand) | item18 | 460.527 | Sqm |
| 19 | 19 | WOOD WORK :\nProviding wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. \nfixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. \n(b) With 1st class timber (Bonsum/ Sundi) | item19 | 0.547 | Cum |
| 20 | 20 | Providing, fitting and fixing full panelled doors/ windows including oxidised M.S butt hinges (100mm x75 mm x3.55mm) with necessary screws (other fittings to be measured and paid separately ) \nB) With 1st class local wood (Gamari/Hollock/Bonsum )\n(ii) 35 mm thick. | item20 | 16.4 | Sqm |
| 21 | 21 | Providing, fitting and fixing PVC door frame of Duroplast make DPF-5060 make suitable for DPS-3720 made from extruded PVC multichamber hollow section having dimensions of 50mmx60mm (Toletance + 1mm). Horizontal and vertical sections shall be joined by steel screws after inserting M.S. tubular rectangular galvanised L-shaped brackets of size 100mmx100mm or plastic brackets of size 75mmx75mm with metred cut at the corners. Hinge side of the frame shall be reinforced with M.S.Tubular section of size 40mmx20mm. The frame will be fixed to the column/ stiffner/ wall with the help of 3 nos 75mm long and 4mm dia steel screws and expandable fastners on each side of the door frame complete in all respects as sepcified and directed at all levels. | item21 | 39.6 | Rm |
| 22 | 22 | Providing, fitting and fixing PVC Door shutters of Duroplast DPS 3720 make made fromm extruded PVC stiles and rails made from rigid PVC multicavity hollow chamber section of size 90mmx37mm (Toletance+ 1mm). The corners of the stiles and rails shall be metred out and fixed to each other with the help of solid plastic L-shaped brackets or M.S. rectangular tubular galvanised two nos of size 200mmx100mm and 100mmx100mm at each corner by self tapping steel screws. PVC multicavity hollow section of size 105mmx37mm shall be fixed in the middle by aluminium cleat and steel screws as lock rail. The section frame shall then be filled with PVC panels of approved colour of size 100mmx20mm. Then two numbers of bright steel rods of 6mm diameter shall be inserted horizontally through stiles and panels with two numbers of checknuts and washers all complete as specified and directed at all levels. (Door fixtures and fittings to be measured and paid seperately) | item22 | 10.66 | Rm |
| 23 | 23 | PLASTERING WORKS :\n10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.\nb) In cement mortar 1:4 | item23 | 765.844 | Sqm |
| 24 | 24 | 15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. \nB) On fair side\nb) In cement mortar 1:4 | item24 | 712.931 | Sqm |
| 25 | 25 | 20 mm thick Cement plaster in two coats on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed. \nA) On rough side (backing coat 15 mm and finishing coat 5mm thick)\nb) In cement mortar 1:4 | item25 | 794.686 | Sqm |
| 26 | 26 | PAINTING :\nApplying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting. \n(b). With ready mixed paint , wood primer (white). | item26 | 50.82 | Sqm |
| 27 | 27 | DOOR WINDOW FITTINGS :\nSupplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodised to bright natural matt & satin finished) | item27 | 1 | Job |
AI Tender Summary
Tender Timeline
Nov 30, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 12, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 12, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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